Laserfiche WebLink
---------------- <br />_ v. <br />C1 \ <br />cm <br />-e. s <br />G _ _ <br />— _ z---- <br />-- <-- <br />-L- <br />--+j/ <br /><- << --< <-< <br />n n <br />one oF= <br />�nc <br />SMI9" ° gn of e�B <br />PARKING <br />OMH��� EX. 10 FFT. --\UNDERGROUND <br />BITUMINOUS ENTRANCE <br />TRAIL 8 FT. <br />VITUMINOUS <br />TRAIL <br />'1 <br />SMH\X I ;S1 B FT. <br />BITUMINOUS I /�Q <br />TRAIL <br />� ' \ 5) ' G� <br />\ I QO SO- <br />4 <br />u — — <br />t-- -------------------------- <br />6 FT. CONCRETE <br />WALK L J <br />o � <br />I, <br />I <br />I <br />I <br />I <br />� ' 1 <br />)1))�Vvi <br />I <br />jig fflfflHTFFFMHfflffl <br />/hin 0 11 <br />PROTECT <br />EXISTING STOP <br />SIGN do NO RGHT I S <br />TURN SIGN <br />T <br />\ I° <br />TT <br />cv `FT <br />l <br />p <br />-6 FT 'CONCRETE <br />WALK ` F <br />�I2- `. <br />Ti I v <br />EXISTING CHURCH �% a <br />I �x <br />III r j /%jam <br />PATIOAVER % ✓✓ <br />T, <br />J <br />o° T/­ <br />IVNIL It WALK <br />IF <br />F,� <br />BUILDING SETBACK TABLE <br />APARTMENT SITE <br />ZONING <br />FRONT <br />REAR <br />SIDE/INTERIOR <br />SIDE/CORNER <br />EXISTING — B-1 <br />50' <br />20' <br />20'/40' <br />50' <br />PROPOSED — R-4 <br />40' <br />30' <br />5'/15' <br />40' <br />CHURCH SITE <br />R-1 <br />40' <br />1 30' <br />10'/25' <br />40' <br />DIMENSION TABLE <br />APARTMENT SITE <br />ZONING <br />MIN. LOT AREA <br />MIN. WIDTH <br />MIN. DEPTH <br />MAX. HEIGHT <br />MIN. STRUCTURE <br />LOT COVERAGE <br />EXISTING — B-1 <br />13,000 SF <br />100' <br />130' <br />35' <br />35% <br />PROPOSED — R-4 <br />3,630 SF <br />85' <br />120' <br />35' <br />25% <br />CHURCH SITE <br />R-1 <br />14,000 SF <br />= <br />=1 <br />35' <br />25% <br />1003 <br />946.56 <br />icim <br />LEGEND <br />EXISTING PROPOSED <br />PROPERTY LINE -- <br />I <br />EASEMENT LINE - - - - <br />BITUMINOUS PAVEMENT r --------- <br />CONCRETE WALK <br />PATIO PAVERS <br />CURB LINE ___________ <br />SANITARY SEWER --->--->- <br />WATER MAIN - - - - <br />STORM SEWER <br />OVERHEAD UTILITY n <br />FENCE <br />WETLAND — - - — <br />*BUILDING SETBACK <br />GV <br />GATE VALVE ❑ <br />o <br />HYDRANT I�C? <br />SANITARY MANHOLE O <br />STORM MANHOLE O SMH <br />STMH GUARD POST G <br />I <br />LIGHT POLE <br />q <br />cc <br />CLEANOUT o <br />SIGN <br />T <br />TB <br />TELEPHONE BOX <br />ElELECTRIC <br />ET <br />TRANSFORMER ElTV <br />TELEVISION BOX <br />lHAND <br />HOLE 0 <br />EM <br />ELECTRIC METER O <br />a_ <br />EP <br />ELECTRIC PANEL El <br />< <br />TB <br />TELEPHONE BOX El <br />o <br />SITE DATA <br />B <br />uT1uTY Box ❑ <br />I <br />EB <br />ELECTRIC BOX o <br />i <br />�APARTMENT� <br />UTILITY POLE g <br />PROPOSED ZONING: R-4 <br />GUY WIRE <br />*BUILDING SETBACK ONLY SHOWN IF IT OCCURS OUTSIDE OF AN EASEMENT AREA <br />TOTAL AREA (LESS ROW): 468,025 SF <br />HARD SURFACE AREA: <br />BUILDING: 54,273 SF 12% <br />66,786 SF 14% <br />PAVEMENT: <br />TOTAL: 121,059 SF 26% <br />SITE PLAN NOTES <br />PERVIOUS SURFACE AREA: 346,966 SF 74% <br />1. <br />ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. <br />2. <br />ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF THE <br />-CHURCH- <br />BUILDING UNLESS OTHERWISE NOTED. <br />TB <br />9 <br />EXISTING ZONING: R-1 <br />3. <br />ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED. <br />TOTAL AREA (LESS ROW): 1,322,416 SF <br />4. <br />TYPICAL PARKING STALLS ARE 9' X 20'. PARKING STALLS IN THE <br />EXISTING KOHL'S LOT ARE 9' X 18% <br />HARD SURFACE AREA: <br />BUILDING: 91,609 SF 7% <br />5. <br />TYPICAL DRIVE LANES ARE 24. <br />PAVEMENT: 399,778 SF 30% <br />� <br />TOTAL: 491,387 SF 37% <br />6. <br />ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS AND <br />Um_ <br />BE INSTALLED WITH CAST IRON TRUNCATED DOMES. <br />TVB <br />PERVIOUS SURFACE AREA: 831,029 SF 63% <br />7. <br />IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD <br />VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR <br />SIGNING AND STRIPING NOTES <br />TO THE START OF SITE WORK. THE CONTRACTOR SHALL NOTIFY THE <br />ENGINEER IMMEDIATELY OF DISCREPANCIES AND/OR VARIATIONS FROM <br />v 1. <br />ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND <br />THE PLAN. <br />CURB UNLESS OTHERWISE NOTED. <br />I <br />8. <br />UNLESS OTHERWISE SHOWN ON THIS DRAWING, CONTRACTOR SHALL <br />r BTB 2. <br />SIGNAGE SHALL INCLUDE SIGN, POST, HARDWARE, <br />PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS AND EXPANSION <br />❑ <br />CONCRETE FOOTING AND STEEL CASING (IF <br />JOINTS IN SLAB ON GRADE, SIDEWALKS AND DRIVES PER THE <br />REQUIRED). <br />FOLLOWING REQUIREMENTS: <br />a 3. <br />PARKING LOT STRIPING SHALL BE 4" SOLID WHITE <br />CONTROL JOINT MAX. SPACING: WALKS-8' O.C. <br />T <br />PAINT. <br />ALL OTHERS-10' O.C. <br />m m 4. <br />ALL HANDICAP STRIPING, MARKINGS AND <br />SAW CUT CONTROL JOINTS MINIMUM j CONCRETE THICKNESS. <br />CROSS -HATCH SHALL BE 4" SOLID BLUE PAINT. <br />EXPANSION JOINTS MAX. SPACING: WALKS-24. O.C. <br />pl r 5. <br />ALL SIGNS SHALL MEET THE MINNESOTA MANUAL ON <br />*ALL OTHERS-40' O.C. <br />- <br />UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) FOR <br />RETRO REFLECTIVITY AND INSTALLATION. <br />*AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS OCCURS <br />AND/OR WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT, AN <br />a� <br />EXPANSION JOINT SHALL BE PROVIDED. <br />I <br />PARKING SUMMARY <br />DOWEL ALL EXPANSION JOINTS: 24" O.C. MAX. <br />-..........(I� <br />Is <br />jm <br />I-APARTMENT� <br />STANDARD SURFACE STALLS ......•• •101 <br />ADA ACCESSIBLE SURFACE STALLS. .......... 4 <br />it <br />UNDERGROUND STALLS....................131 <br />Q{ <br />TOTAL STALLS ..........................236 <br />�I <br />-CHURCH- <br />N <br />�1 <br />STANDARD SURFACE STALLS ...............819 <br />ADA ACCESSIBLE SURFACE STALLS ........... 53 <br />7 <br />I <br />1...r...r.. rl <br />TOTAL STALLS ..........................872 <br />II I <br />0 50 100 200 <br />t`I <br />(IN FEET) <br />1. Minnesota Department of Transportation <br />Geodetic GSID Station No. 101265 (MnDot <br />Name 6205 C) - Elevation 909.15 It. <br />(NAVD88) <br />2. Ramsey County Benmark No. 9059 <br />- Elevation 962.42 ft. (NAVD88) <br />CALL BEFORE YOU DIG <br />Know what's below. <br />Call before you dig. <br />J <br />Q <br />Z_ W <br />i <br />Z <br />N <br />U <br />Z <br />Z <br />Z LU <br />i <br />U <br />l7 G > <br />W W <br />Z <br />i <br />to <br />Q <br />p <br />J <br />m <br />J <br />Z <br />o< <br />O <br />U <br />O Z <br />LU <br />!= <br />II <br />at <br />n <br />� <br />Kn <br />ui <br />Ol <br />r\ <br />z <br />w <br />a' <br />a, <br />0 <br />to <br />n <br />w <br />X <br />w <br />V <br />C <br /><o <br />z <br />C <br />01 <br />Nar <br />w <br />= <br />a <br />IL <br />Nl <br />w <br />ro <br />F <br />I/ <br />O <br />Z <br />Q <br />0 <br />O <br />Q <br />Q <br />C: <br />a <br />� <br />W <br />2 <br />V <br />W <br />C: <br />Q <br />O <br />Z <br />J <br />Z � ,--I <br />LU o <br />G LI <br />azln <br />W z <br />0 > <br />LULI = p <br />LUC) 0 <br />Z o U-) <br />W <br />REVISIONS <br />1. 07/17/24 Per City Comments <br />DRAWN BY: <br />DJW <br />DESIGNED BY: <br />DJW <br />ISSUE DATE: <br />07/01/24 <br />I hereby certify that this plan, specification <br />or report was prepared by <br />me or under <br />my <br />direct supervision and that <br />I am <br />a duly <br />Licensed Professional Engineer <br />under <br />the <br />laws of the State of Minnesota <br />Name: Damn 1. Wilke, <br />P.E. <br />Signature: <br />-d7N//�/ j <br />Date: 07/01/24 License <br />#: 53182 <br />C5 <br />of <br />